A non-iterative perturbation approach for nonlinear water network analysis - by Bassam George Kassab

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dc.contributor.authorKassab, Bassam George
dc.date1995
dc.date.accessioned2012-06-13T06:42:21Z
dc.date.available2012-06-13T06:42:21Z
dc.date.issued1995
dc.descriptionThesis (M.E.)-- American University of Beirut. Department of Civil and Environmental Engineering, 1995.;"Advisor: Habib A. Basha, Assistant Professor, Civil and Environmental Engineering -- Members of Committee: Constantine J. Inglessis, Associate Prof
dc.description.abstractAnalyzing a looping water distribution network requires the solution of one of the nonlinear systems of equations: the flow equations that solve for the discharges in the links or the head equations that solve for the nodal heads. All of the previous met
dc.format.extentxv, 104 leaves : ill. cm.
dc.identifier.urihttp://hdl.handle.net/10938/4941
dc.language.isoen
dc.relation.ispartofTheses, Dissertations, and Projects
dc.subject.classificationET:003625 AUBNO
dc.subject.lcshWater -- Analysis.
dc.titleA non-iterative perturbation approach for nonlinear water network analysis - by Bassam George Kassab
dc.title.alternativeNon-iterative water network analysis
dc.typeThesis

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